Patch repairs are sometimes considered to be capable of contributing to the resisting
of externally applied load when the repairs are applied to deteriorated concrete
structural members, particularly when the repair is subj ected to compression.
However, it is generally known that many patch repair materials shrink and creep
significantly relative to the concrete substrate. This thesis presents an experimental
and numerical study of the contribution of patch repairs to load carrying in
reinforced concrete columns, its quantification and the effect of shrinkage and creep.
Twelve reinforced concrete columns were cast with a cavity located halfway up one
side of the column. Two control columns were cast without a cavity. The parameters
varied in the experimental testing were the depth of the repair cavity, type of repair
material (one polymeric and the other polymer-modified), and whether the repaired
columns were monitored under load or without being loaded.
Test results prior to repair indicate that the loss of concrete from the column induces
bending in the loaded column. Both the polymer-modified and polymeric mortar
contributed to the column's resistance of the applied load in the short term, but in
the long term the contribution of the polymer-modified mortar decreased
substantially while that of the polymeric mortar was sustained. Repaired columns
which were monitored with no load showed that shrinkage of the polymer-modified
mortar can induce bending in the repaired column; this bending increased with
cavity depth. Bending strain distributions in the repaired area are close to a straight
line, particularly for columns monitored under load.
The finite element numerical simulations showed good qualitative agreement with
the test results. The analyses also indicated that strain distributions outside but close
to the repaired area are nonlinear. However, predictions of the engineer's theory of
bending showed favourable quantitative agreement with the finite element analyses.